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Sample Record for 2020-09-18-18

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214847 DEA: 074W8204 EFIS: 0720000009 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-17.7
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE AND PLACE CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN CAMARILLO AT CENTRAL AVENUE OVERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: Saeid Shakeri Structure Rep.: Hussam Buran

Sample Information

DIME Sample ID: 2020-09-18-18
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: 661-630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2020
The quantity of what the sample constitutes: 1 girder
A brief description of the sample: PCC 6"x12" test cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCC-S90-0F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2498
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: back of truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2020-09-18-18-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 09/24/2020
Date Tested: 09/19/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Ave,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: 661-630-7162
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 5370 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 149865 lb
Maximum load on cylinder 2 153485 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 1 days

Test 2 of 2

DIME Test ID: 2020-09-18-18-2
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 10/07/2020
Date Tested: 09/18/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Ave,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: 661-630-7162
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature 144.5 °F

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.